Am-0003_W9128F-19-R-0002_Drawings(Reissued).pdf
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WARFIGHTER RD (ASPHALT)
S
MATERIAL = PVC
SIZE = 8"
INV. OUT EAST = 5878.41
(TOP OF FORCE MAIN)
INV. IN SOUTH = 5880.78
INV. IN WEST = 5878.67
RIM = 5886.61
SANITARY MANHOLE
S
MATERIAL = PVC
SIZE = 8"
INV. OUT EAST = 5881.47
INV. IN WEST = 5881.63
RIM = 5890.92
SANITARY MANHOLE
EE
G
SIZE = 15"
MATERIAL = CPP
INV OUT SOUTH = 5891.85
RIM = 5894.99
STORM DRAIN CATCH BASIN
SIZE = 18"
MATERIAL = CPP
INV OUT WEST = 5890.88
INV. IN NORTH = 5890.83
RIM = 5895.66
STORM DRAIN CATCH BASIN
SIZE = 18"
MATERIAL = CPP
INV OUT SOUTH = 5890.97
INV. IN NORTH = 5891.86
RIM = 5895.67
STORM DRAIN CATCH BASIN
W W
W
W
C
H A
IN
L
IN
K C
H A
IN
L
IN
K
30'
26'
10'
25'
30'
8'8'
6'
6'
20'
' 1
'15'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
N 1,309,572.19
E 3,205,674.37 N 1,309,572.19
E 3,205,644.37
GRAVEL
250'
R
N 1,309,269.01
E 3,205,649.69
CONCRETE HARDSTAND
GRAVEL
N 1,309,371.01
E 3,205,735.69
N 1,309,311.01
E 3,205,708.69
N 1,309,327.01
E 3,205,649.69
N 1,309,327.01
E 3,205,660.69
R
5'
R
R
N 1,309,334.14
E 3,205,636.01
N 1,309,393.45
E 3,205,662.85
N 1,309,369.28
E 3,205,673.70
N 1,309,367.44
E 3,205,677.76
N 1,309,378.87
E 3,205,682.93
N 1,309,382.88
E 3,205,674.07
N 1,309,419.33
E 3,205,690.57
N 1,309,412.72
E 3,205,705.16
N 1,309,417.28
E 3,205,712.22
N 1,309,431.01
E 3,205,712.22
20'R
6.28'
R
R
N 1,309,156.27
E 3,205,689.38
N 1,309,156.27
E 3,205,789.38
N 1,309,371.01
E 3,205,802.69
N 1,309,249.01
E 3,205,820.22
N 1,309,269.01
E 3,205,800.22 2
R
N 1,309,156.27
E 3,205,820.22
R
R
R3
R
N 1,309,539.75
E 3,205,604.41
N 1,309,539.75
E 3,205,614.37
N 1,309,503.94
E 3,205,604.41
N 1,309,503.94
E 3,205,614.37
N 1,309,474.16
E 3,205,644.37
N 1,309,503.93
E 3,205,704.37
N 1,309,503.93
E 3,205,714.34
N 1,309,539.62
E 3,205,704.37
N 1,309,539.62
E 3,205,714.35
N 1,309,473.93
E 3,205,674.37
N 1,309,322.01
E 3,205,802.69
N 1,309,300.01
E 3,205,802.69
N 1,309,307.95
E 3,205,817.25
N 1,309,295.01
E 3,205,807.69
R
R
5'
R
ASPHALT PARKING LOT
CURBED ISLAND (TYP.)
N 1,309,643.50
E 3,206,131.13 N 1,309,643.50
E 3,206,190.13
R 25'
R
5'R
R
3' R
N 1,309,583.50
E 3,205,873.88
N 1,309,583.50
E 3,205,868.13
N 1,309,583.50
E 3,206,190.13
N 1,309,583.50
E 3,206,131.13
N 1,309,594.50
E 3,206,131.13 N 1,309,594.50
E 3,206,190.13
AND GUTTER (TYP.)
CONCRETE CURB
N 1,309,472.44
E 3,205,644.37
ASPHALT PARKING LOT
ASPHALT DRIVE
N 1,309,156.27
E 3,205,848.22
N 1,309,107.68
E 3,205,629.31
N 1,309,342.77
E 3,205,657.01
N 1,309,332.43
E 3,205,665.69
N 1,309,472.44
E 3,205,674.37
N 1,309,387.67
E 3,205,659.37
AROUND SANITARY MANHOLE
BUMP OUT CURB
N 1,309,586.15
E 3,206,145.63
N 1,309,586.15
E 3,206,175.63
N 1,309,566.74
E 3,206,175.63
N 1,309,566.77
E 3,206,145.63
N 1,309,541.77
E 3,206,120.63
N 1,309,541.74
E 3,206,200.63
(CONCRETE)
TANK TRAIL/ACCESS ROAD
N 1,309,598.67
E 3,206,182.38
N 1,309,323.48
E 3,205,812.47
LIMITS OF CONSTRUCTION (TYP.)
RETAINING WALL
SEGMENTAL CONCRETE BLOCK
N 1,309,201.24
E 3,205,593.81
N 1,309,168.74
E 3,205,593.81
N 1,309,168.74
E 3,205,574.31
SEE DETAIL THIS SHEET
CURBED ISLAND (TYP.)
SEE DETAIL THIS SHEET
CURBED ISLAND (TYP.)
R 15' R
N 1,309,598.67
E 3,206,138.88
TEMPORARY GRAVEL PAD
N 1,309,210.27
E 3,205,689.38
N 1,309,210.27
E 3,205,789.38
DISTRIBUTION
WAREHOUSE
(OPTION)
SEE VOL. 3
(OPTION)
LOADING DOCK
25+00
26+00
27+00
28+00
29+00
E 3205607.82
N 1309320.39
S
TA
25+60.44
P C
E 3205659.37
N 1309472.44
STA 27+23.89
PT
STA. 26+45.20
PI
N 1,309,431.01
E 3,205,848.22
FUTURE/CONCURRENT COF HARDSTAND
(BY OTHERS)
FUTURE/CONCURRENT COF CANOPY
(BY OTHERS)
FUTURE/CONCURRENT PARKING LOT
(BY OTHERS)
FUTURE/CONCURRENT PARKING LOT
(BY OTHERS)
FUTURE/CONCURRENT COF
(BY OTHERS)
1 2 3 4
5 6 7
9 10 11
14 15
16 17
TYPICAL CURBED ISLAND GEOMETRY
(SEE PLAN)
COORDINATE POINT
R
5'
R
R
R
TYPE "B" CURB (TYP.)
GENERAL NOTES:
1. FUTURE/CONCURRENT COF PROJECT WORK (BY OTHERS) IS SHOWN IN
HALF TONE FOR INFORMATION ONLY. COORDINATE WITH
COF CONTRACTOR IN AREAS WHERE LIMITS OF CONSTRUCTION
COINCIDE OR OVERLAP.
2. SEE PAVING PLANS (CP SERIES) FOR PAVING TYPES AND AREAS.
3. SEE CS150 SERIES SHEETS FOR SIGNAGE AND STRIPING PLANS.
4. SEE SHEET CS501 FOR FENCE DETAILS.
5. SEE SHEET CS502 FOR FENCE GATE DETAILS.
6. SEE SHEET CS503 FOR CONCRTE CONTAINMENT BASIN DETAILS.
7. SEE SHEET CS504 FOR SEGMENTAL CONCRETE BLOCK
RETAINING WALL DETAILS.
8. SEE SHEET CP501 FOR CONCRETE CURB AND GUTTER, INTEGRAL
CURB, AND BOLLARD DETAILS.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:17:46 AM 4/19/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICS110A
®of Engineers
US Army Corps
U .S
A R
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O R
P S O
F E
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O M
A H
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A M
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A H
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E N
A M
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O M
A H
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E N
U M
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A P
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O L A
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F
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E N
U M
B E
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A P
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O L A
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O M
A H
A D
IS
T R
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F O
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A R
S O
N
C O
L O
R A
D O
F O
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A R
S O
N
C O
L O
R A
D O
T A
C T
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A L E
Q U
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M E
N T M
A
IN
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N A
N C
E F
A C
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S T
A C
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A L E
Q U
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M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
KEY PLAN
SCALE 1" = 1000'
N
30' 60'0
F C
C
IC
S
A .d g n
F C
C
IC
S
A .d g n
O P
T
IO
N O
P T
IO
N
F -4
-0
F -4
-0
/2
/2
/2
/2
S
IT
E P
L A
N S
IT
E P
L A
N
CS110A
D
B
IR
K B
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CS110A
D
B
IR
K B
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D
B
IR
K B
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W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A R
E A
A
R E
A
A N
S I
D A
N S I
D
W F -1
-R -0
W F -1
-R -0
-1
-2
A M G
E N
E R
A L R
E V
IS
IO
N
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
CULV1
INV IN 5883.99
INV OUT 5883.66
PVC
LENGTH = 55.8'
DIA. = 18"
CULV1
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20
E L E
V A
T
IO
N
STATION
INV IN 5888.50
INV OUT 5886.50
LENGTH = 66.7'
CULV2
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20
E L E
V A
T
IO
N
STATION
CULV3
INV IN 5887.69
INV OUT 5885.80
LENGTH = 66.2'
CULV3
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20
E L E
V A
T
IO
N
INV IN 5893.27
INV OUT 5892.49
LENGTH = 65.8'
CULV4
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
E L E
V A
T
IO
N
STATION
CULV5
INV IN 5891.74
INV OUT 5890.41
LENGTH = 80.5'
CULV5
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N
STATION
CULV6
INV IN 5890.30
INV OUT 5890.13
LENGTH = 56.2'
CULV6
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N
INV IN 5886.50
INV OUT 5885.87
LENGTH = 54.9'
CULV7
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20
E L E
V A
T
IO
N
INV IN 5884.55
INV OUT 5883.82
(TEMPORARY)
LENGTH = 65.8'
DIA. = 12"
CULV8
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:35:39 AM 4/17/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICG203
U .S
A R
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P S O
F E
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IN
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A
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A M
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A
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F
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E N
A M
A H
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T R
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O L A
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A P
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O L A
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O M
A H
A D
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T R
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F O
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A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
F C
C
IC
G .d g n
F C
C
IC
G .d g n
10' 20'0
VERTICAL SCALE: 1" = 5' - 0"
HORIZONTAL SCALE: 1" = 20' - 0"
A N
S I
D
CG203
A N
S I
D
W .C
D A
V E
N P
O R
T
CG203
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
C U
L V
E R
T P
R O
F
IL
E S
C U
L V
E R
T P
R O
F
IL
E S
F -4
-0
F -4
-0
/2
/2
/2
/2
CULVERT 1 CULVERT 2 CULVERT 3
CULVERT 5CULVERT 4 CULVERT 6
CULVERT 7
CULVERT 8
D
B
IR
K B
Y D
B
IR
K B
Y W
F -1
-R -0
W F -1
-R -0
3 20' 40'0
-1
-2
G E
N E
R A
L R
E V
IS
IO
N S
-1
-2
G E
N E
R A
L R
E V
IS
IO
EXISTING CULVERT
AND REMOVE SILT FROM
CLEAN OUT INLET AREA
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
58905890
58905890
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
Outlet Culv1
INV IN 5869.00
INV OUT 5868.00
LENGTH = 131.4'
OUTLET CULV1
-0+20 0+00 0+20 0+40 0+60
E L E
V A
T
IO
N
INV IN 5877.00
INV OUT 5876.50
LENGTH = 31.0'
OUTLET CULV2
-0+20 0+00 0+20 0+40 0+60
E L E
V A
T
IO
N
INV IN 5878.00
INV OUT 5877.00
LENGTH = 21.6'
OUTLET CULV3
58955895
58955895
-0+20 0+00 0+20 0+40 0+60
E L E
V A
T
IO
N
STATION
Outlet Culv4
INV IN 5883.60
INV OUT 5883.20
LENGTH = 35.0'
OUTLET CULV4
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:35:48 AM 4/17/2019
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F O
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E F
A C
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C
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G .d g n
F C
C
IC
G .d g n
10' 20'0
VERTICAL SCALE: 1" = 5' - 0"
HORIZONTAL SCALE: 1" = 20' - 0"
OUTLET CULVERT 1
OUTLET CULVERT 2 OUTLET CULVERT 3
OUTLET CULVERT 4
A N
S I
D
CG204
A N
S I
D
W .C
D A
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N P
O R
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CG204
D
B
IR
K B
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D
B
IR
K B
Y
W .C
D A
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N P
O R
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W .C
D A
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N P
O R
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D
B
IR
K B
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W .C
D A
V E
N P
O R
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D
B
IR
K B
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O U
T L E
T C
U L
V E
R T P
R O
F
IL
E S
O U
T L E
T C
U L
V E
R T P
R O
F
IL
E S
F -4
-0
F -4
-0
/2
/2
/2
/2
W F -1
-R -0
W F -1
-R -0
3 20' 40'0
-1
-2
G E
N E
R A
L R
E V
IS
IO
N S
-1
-2
G E
N E
R A
L R
E V
IS
IO
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
59005900
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20
E L E
V A
T
IO
INV IN 5887.00
S = 1.50%
DIA = 15"
SDA - PIPE1
INV OUT 5884.74
INV IN 5882.11
S = 0.50%
DIA = 18"
SDA - PIPE6
INV OUT 5881.26
INV IN 5880.76
S = 0.64%
DIA = 30"
SDA - PIPE10
E 3205842.63
N 1309045.26
RIM EL 5890.74
STA 1+54.25
SDA - MH1
E 3205803.97
N 1309194.59
RIM 5891.00
STA 0+00.00
SDA - AI1
E 3205842.59
N 1308871.27
RIM 5888.97
STA 3+28.27
SDA - AI4
5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60
INV OUT 5879.00
INV IN 5878.90
S = 0.67%
SDA - PIPE12
INV OUT 5876.88
INV IN 5873.35
E 3205901.89
N 1308601.28
RIM 5886.65
STA 6+04.65
SDA - AI6
E 3206203.99
N 1308601.21
RIM 5884.40
STA 9+06.78
SDA - AI7
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:35:56 AM 4/17/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICG205
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
C
IC
G .d g n
F C
C
IC
G .d g n
10' 20'0
VERTICAL SCALE: 1" = 5' - 0"
HORIZONTAL SCALE: 1" = 20' - 0"
5+20
STATION
STORM DRAIN A
STATION
STORM DRAIN A - CONT.
T H
IS
S
H E
E T
M A
T C
H L
IN
E
5+00 10+60
A N
S I
D
CG205
A N
S I
D
W .C
D A
V E
N P
O R
T
CG205
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
S T
O R
M D
R A
IN
P
R O
F
IL
E S
S T
O R
M D
R A
IN
P
R O
F
IL
E S
F -4
-0
F -4
-0
/2
/2
/2
/2
S H
E E
T C
G
M A
T C
H L
IN
E
E L E
V A
T
IO
N
W F -1
-R -0
W F -1
-R -0
3 20' 40'0
-1
-2
G E
N E
R A
L R
E V
IS
IO
N S
-1
-2
G E
N E
R A
L R
E V
IS
IO
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60
PVC
S = 0.70%
DIA = 36"
SDA - PIPE15
INV OUT 5871.05
(OPTION)
ACCESS ROAD
59005900
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20
E L E
V A
T
IO
N
18" TO 12" REDUCER
24" TO 18" REDUCER
10" TO 19.5"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT 13.5" TO 23"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT
17" TO 26"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT
INV IN 5886.98
INV OUT 5886.18
INV IN 5886.18
INV OUT 5885.38
INV IN 5885.38
INV OUT 5884.62
INV IN 5882.85
E 3205974.66
RIM 5888.81
STA 4+73.97
SDA - AI2
S = 0.50%
DIA = 12"
SDA - PIPE2
SDA - PIPE3
DIA = 24"
SDA - PIPE4
5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40
INV IN 5882.85
SDA - PIPE5
INV OUT 5882.21
E 3205842.63
RIM EL 5890.74
STA 6+06.00
SDA - MH1
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:36:06 AM 4/17/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICG206
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
C
IC
G .d g n
F C
C
IC
G .d g n
10' 20'0
VERTICAL SCALE: 1" = 5' - 0"
HORIZONTAL SCALE: 1" = 20' - 0"
STATION
STATION
STORM DRAIN A - SPUR 1
T H
IS
S
H E
E T
M A
T C
H L
IN
E
A N
S I
D
CG206
A N
S I
D
W .C
D A
V E
N P
O R
T
CG206
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
S T
O R
M D
R A
IN
P
R O
F
IL
E S
S T
O R
M D
R A
IN
P
R O
F
IL
E S
F -4
-0
F -4
-0
/2
/2
/2
/2
E L E
V A
T
IO
N
STORM DRAIN A - CONT.
10+40
12+60
5+00 6+40
59005900
E L E
V A
T
IO
N
STATION
STORM DRAIN A - SPUR 1 - CONT.
5+20
W F -1
-R -0
W F -1
-R -0
3 20' 40'0
-1
-2
G E
N E
R A
L R
E V
IS
IO
N S
-1
-2
G E
N E
R A
L R
E V
IS
IO
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
59005900
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20
E L E
V A
T
IO
N
STATION
10" TO 15.5"
SLOTTED DRAIN PIPE
INV IN 5886.97
INV OUT 5886.48
INV IN 5882.20
SDA - PIPE9
INV OUT 5881.74
E 3205932.68
N 1308898.46
RIM 5888.87
STA 0+99.01
SDA - AI3
RIM 5888.97
STA 1+93.08
SDA - AI4
S = 0.50%
SDA - PIPE8
59005900
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00
E L E
V A
T
IO
N
INV IN 5888.27
S = 0.71%
SDA - PIPE7
INV OUT 5887.13
RIM 5888.97
STA 1+61.50
SDA - AI4
SLOTTED DRAIN PIPE (10")
CONSTANT HEIGHT
59005900
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40
E L E
V A
T
IO
N
INV IN 5885.30
S = 1.00%
SDA - PIPE11
INV OUT 5882.28
E 3205597.33
N 1308590.46
RIM 5888.21
SDA - AI5
E 3205901.89
N 1308601.28
RIM 5886.65
STA 3+04.75
SDA - AI6
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:36:14 AM 4/17/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICG207
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
C
IC
G .d g n
F C
C
IC
G .d g n
10' 20'0
VERTICAL SCALE: 1" = 5' - 0"
HORIZONTAL SCALE: 1" = 20' - 0"
STATION
STORM DRAIN A - SPUR 2 STORM DRAIN A - SPUR 3
STORM DRAIN A - SPUR 4
3+40
2+002+20
A N
S I
D
CG207
A N
S I
D
W .C
D A
V E
N P
O R
T
CG207
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
S T
O R
M D
R A
IN
P
R O
F
IL
E S
S T
O R
M D
R A
IN
P
R O
F
IL
E S
F -4
-0
F -4
-0
/2
/2
/2
/2
W F -1
-R -0
W F -1
-R -0
-1
-2
G E
N E
R A
L R
E V
IS
IO
N S
3 20' 40'0
-1
-2
G E
N E
R A
L R
E V
IS
IO
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
58955895
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40
E L E
V A
T
IO
N
STATION
SLOTTED DRAIN PIPE (10")
CONSTANT HEIGHT
INV IN 5884.70
INV OUT 5883.66
INV IN 5882.50
SDA - PIPE14
INV OUT 5881.05
E 3206144.41
N 1308736.27
RIM 5885.99
STA 1+63.03
SDA - AI8
E 3206203.99
N 1308601.21
RIM 5884.40
STA 3+10.60
SDA - AI7
S = 0.64%
SDA - PIPE13
10" TO 19.4"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT
58955895
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40
E L E
V A
T
IO
INV IN 5884.32
INV OUT 5883.51
INV IN 5882.50
INV OUT 5880.91
INV IN 5880.20
E 3206763.59
N 1308656.27
RIM EL 5884.41
STA 3+92.98
SDB - MH1
E 3206763.63
N 1308886.27
RIM 5886.65
STA 1+62.99
SDB - AI1
S = 0.50%
SDB - PIPE1
S = 0.70%
SDB - PIPE2
SDB - PIPE4
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:36:23 AM 4/17/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICG208
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
C
IC
G .d g n
F C
C
IC
G .d g n
10' 20'0
VERTICAL SCALE: 1" = 5' - 0"
HORIZONTAL SCALE: 1" = 20' - 0"
STORM DRAIN A - SPUR 5
STATION
STORM DRAIN B
5+40
S H
E E
T C
G
M A
T C
H L
IN
E
3+40
W F -1
-R -0
W F -1
-R -0
A N
S I
D
CG208
A N
S I
D
W .C
D A
V E
N P
O R
T
CG208
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
S T
O R
M D
R A
IN
P
R O
F
IL
E S
S T
O R
M D
R A
IN
P
R O
F
IL
E S
F -4
-0
F -4
-0
/2
/2
/2
/2
20' 40'0
-1
-2
G E
N E
R A
L R
E V
IS
IO
N S
-1
-2
G E
N E
R A
L R
E V
IS
IO
(OPTION)
ACCESS ROAD
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80
INV OUT 5878.42
INV IN 5878.33
INV OUT 5876.56
INV IN 5876.52
INV OUT 5876.17
INV IN 5873.36
E 3206505.80
RIM EL 5884.39
STA 6+50.77
SDB - MH2
E 3206248.02
RIM EL 5884.39
STA 9+08.56
SDB - MH3
E 3206247.97
N 1308601.27
RIM 5883.46
STA 9+63.56
SDB - AI3
PVC
S = 0.70%
SDB - PIPE4
SDB - PIPE5
SDB - PIPE6
10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20
INV OUT 5871.05
SDB - PIPE9
58905890
58905890
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
INV IN 5881.00
S = 0.60%
SDB - PIPE3
INV OUT 5880.65
E 3206763.59
RIM EL 5884.41
STA 0+62.67
SDB - MH1
E 3206793.63
RIM 5884.00
STA 0+00.00
SDB - AI2
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:58:11 AM 4/17/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICG209
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
C
IC
G .d g n
F C
C
IC
G .d g n
10' 20'0
VERTICAL SCALE: 1" = 5' - 0"
HORIZONTAL SCALE: 1" = 20' - 0"
10+805+20
58955895
E L E
V A
T
IO
N
STATION
STORM DRAIN B - CONT.
T H
IS
S
H E
E T
M A
T C
H L
IN
E
STATION
13+2010+60
58955895
E L E
V A
T
IO
N
STORM DRAIN B - CONT.
STORM DRAIN B - SPUR 1
0+80
A N
S I
D
CG209
A N
S I
D
W .C
D A
V E
N P
O R
T
CG209
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
S T
O R
M D
R A
IN
P
R O
F
IL
E S
S T
O R
M D
R A
IN
P
R O
F
IL
E S
F -4
-0
F -4
-0
/2
/2
/2
/2
W F -1
-R -0
W F -1
-R -0
-1
-2
G E
N E
R A
L R
E V
IS
IO
N S
-1
-2
G E
N E
R A
L R
E V
IS
IO
N
20' 40'0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
58905890
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00
E L E
V A
T
IO
N
INV IN 5880.95
SDB - PIPE7
INV OUT 5880.25
INV IN 5880.25
SDB - PIPE8
INV OUT 5879.59
E 3206247.97
RIM 5883.46
STA 2+74.38
SDB - AI3
10" TO 18.4"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT
12.4" TO 20.5"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT
24" TO 18" REDUCER
58955895
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20
E L E
V A
T
IO
INV IN 5885.50
SDC - PIPE1
INV OUT 5882.53
INV IN 5882.00
SDC - PIPE2
INV OUT 5879.58
E 3206124.26
N 1309582.34
RIM 5889.23
SDC - CI1
E 3206426.64
N 1309582.31
RIM 5885.95
STA 3+02.37
SDC - CI2
5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40
INV OUT 5879.58
INV IN 5879.08
S = 0.80%
SDC - PIPE3
INV OUT 5878.03
INV IN 5877.93
S = 0.80%
SDC - PIPE4
INV OUT 5877.69
E 3206673.26
N 1309582.34
RIM 5883.28
STA 5+49.00
SDC - CI3
E 3206808.26
N 1309598.34
RIM 5881.70
STA 6+85.09
SDC - CI4
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:36:41 AM 4/17/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICG210
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
C
IC
G .d g n
F C
C
IC
G .d g n
10' 20'0
VERTICAL SCALE: 1" = 5' - 0"
HORIZONTAL SCALE: 1" = 20' - 0"
T H
IS
S
H E
E T
M A
T C
H L
IN
E
STATION
3+00
STORM DRAIN B - SPUR 2
58955895
E L E
V A
T
IO
N
5+00 7+40
STATION
STORM DRAIN C
STORM DRAIN C - CONT.
5+20
A N
S I
D
CG210
A N
S I
D
W .C
D A
V E
N P
O R
T
CG210
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
S T
O R
M D
R A
IN
P
R O
F
IL
E S
S T
O R
M D
R A
IN
P
R O
F
IL
E S
F -4
-0
F -4
-0
/2
/2
/2
/2
W F -1
-R -0
W F -1
-R -0
3 20' 40'0
-1
-2
G E
N E
R A
L R
E V
IS
IO
N S
-1
-2
G E
N E
R A
L R
E V
IS
IO
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
59005900
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40
E L E
V A
T
IO
N
10" TO 19.6"
SLOTTED DRAIN PIPE
INV IN 5891.09
SDD - PIPE1
INV OUT 5890.29
INV IN 5890.29
SDD - PIPE 2
INV OUT 5889.49
INV IN 5889.49
SDD - PIPE3
INV OUT 5888.74
INV IN 5886.65
E 3206388.72
N 1310088.62
RIM 5892.93
STA 4+71.11
SDD - AI1
13.5" TO 23.2"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT
17.2" TO 25.9"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT
24" TO 18" REDUCER
18" TO 12" REDUCER
5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80
INV OUT 5883.60
S = 0.81%
SDD - PIPE 4
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:36:51 AM 4/17/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICG211
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
C
IC
G .d g n
F C
C
IC
G .d g n
10' 20'0
VERTICAL SCALE: 1" = 5' - 0"
HORIZONTAL SCALE: 1" = 20' - 0"
STATION
T H
IS
S
H E
E T
M A
T C
H L
IN
E
STATION
STORM DRAIN D
59005900
E L E
V A
T
IO
N
STORM DRAIN C - CONT.
5+20
5+40
8+80
A N
S I
D
CG211
A N
S I
D
W .C
D A
V E
N P
O R
T
CG211
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
S T
O R
M D
R A
IN
P
R O
F
IL
E S
S T
O R
M D
R A
IN
P
R O
F
IL
E S
F -4
-0
F -4
-0
/2
/2
/2
/2
W F -1
-R -0
W F -1
-R -0
-1
-2
G E
N E
R A
L R
E V
IS
IO
N S
3 20' 40'0
-1
-2
G E
N E
R A
L R
E V
IS
IO
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
59055905
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40
E L E
V A
T
IO
INV IN 5891.55
SDE - PIPE1
INV OUT 5890.75
INV IN 5890.75
SDE - PIPE2
INV OUT 5889.95
INV IN 5889.95
SDE - PIPE3
INV OUT 5889.20
INV IN 5886.72
E 3206388.88
N 1310278.15
RIM 5892.94
STA 4+71.28
SDE - AI1
10" TO 17.7"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT
11.7" TO 19.5"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT
13.5" TO 20.6"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT
18" TO 12" REDUCER
24" TO 18" REDUCER
59055905
5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00
INV OUT 5885.40
INV IN 5884.90
INV OUT 5884.70
E 3206640.25
N 1310496.97
RIM 5888.96
STA 8+04.04
SDE - AI2
PVC
S = 0.40%
SDE - PIPE4
S = 0.28%
SDE - PIPE7
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:37:00 AM 4/17/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICG212
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
C
IC
G .d g n
F C
C
IC
G .d g n
10' 20'0
VERTICAL SCALE: 1" = 5' - 0"
HORIZONTAL SCALE: 1" = 20' - 0"
STATION
T H
IS
S
H E
E T
M A
T C
H L
IN
E
STATION
STORM DRAIN E
STORM DRAIN E - CONT.
E L E
V A
T
IO
N
5+40
5+20
A N
S I
D
CG212
A N
S I
D
W .C
D A
V E
N P
O R
T
CG212
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
S T
O R
M D
R A
IN
P
R O
F
IL
E S
S T
O R
M D
R A
IN
P
R O
F
IL
E S
F -4
-0
F -4
-0
/2
/2
/2
/2
W F -1
-R -0
W F -1
-R -0
3 20' 40'0
-1
-2
G E
N E
R A
L R
E V
IS
IO
N S
-1
-2
G E
N E
R A
L R
E V
IS
IO
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
58955895
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60
E L E
V A
T
IO
N
STATION
SDE Spur1
INV IN 5887.13
SDE - PIPE 5
INV OUT 5886.53
INV IN 5886.53
SDE - PIPE6
INV OUT 5886.00
N 1310496.97
RIM 5888.96
STA 2+27.98
SDE - AI2
18" TO 12" REDUCER
10" TO 17"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT
11" TO 17.2"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT
59055905
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20
E L E
V A
T
IO
N
SDF Trunk
INV IN 5891.00
S = 0.40%
SDF - PIPE1
INV OUT 5890.08
INV IN 5889.33
S = 0.35%
SDF - PIPE4
INV OUT 5888.52
INV IN 5888.02
E 3205714.13
N 1310243.81
RIM 5893.50
SDF - AI1
E 3205936.06
N 1310311.26
RIM 5893.91
STA 2+31.96
SDF - AI2
E 3206160.32
N 1310380.65
RIM 5892.31
STA 4+66.70
SDF - AI4
5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60
PVC
S = 0.50%
SDF - PIPE6
INV OUT 5886.91
INV IN 5886.59
SDF - PIPE7
INV OUT 5885.62
INV IN 5885.51
S = 0.56%
SDF - PIPE8
INV OUT 5884.71
E 3206375.88
N 1310447.25
RIM 5890.78
STA 6+92.32
SDF - AI5
E 3206564.37
N 1310504.97
RIM 5889.44
STA 8+89.41
SDF - AI6
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:37:10 AM 4/17/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICG213
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
C
IC
G .d g n
F C
C
IC
G .d g n
10' 20'0
VERTICAL SCALE: 1" = 5' - 0"
HORIZONTAL SCALE: 1" = 20' - 0"
STATION
STORM DRAIN E - SPUR 1
5+20
STORM DRAIN F
STATION
T H
IS
S
H E
E T
M A
T C
H L
IN
E
59055905
E L E
V A
T
IO
N
STORM DRAIN F - CONT.
2+60
10+605+00
A N
S I
D
CG213
A N
S I
D
W .C
D A
V E
N P
O R
T
CG213
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
S T
O R
M D
R A
IN
P
R O
F
IL
E S
S T
O R
M D
R A
IN
P
R O
F
IL
E S
F -4
-0
F -4
-0
/2
/2
/2
/2
W F -1
-R -0
W F -1
-R -0
-1
-2
G E
N E
R A
L R
E V
IS
IO
N S
20' 40'03
-1
-2
G E
N E
R A
L R
E V
IS
IO
10" TO 15.6"
SLOTTED DRAIN PIPE
VARIABLE HEIGHT
24" TO 18" REDUCER
SLOTTED DRAIN PIPE (10")
CONSTANT HEIGHT
SLOTTED DRAIN PIPE (10")
CONSTANT HEIGHT
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
59055905
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40
E L E
V A
T
IO
N
STATION
SDF Spur1
INV IN 5891.11
INV OUT 5890.61
INV IN 5890.51
SDF - PIPE3
INV OUT 5890.03
E 3205872.77
N 1310235.94
RIM 5892.95
STA 1+01.97
SDF - AI3
E 3205936.06
N 1310311.26
RIM 5893.91
STA 2+00.20
SDF - AI2
S = 0.50%
SDF - PIPE2
59005900
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40
E L E
V A
T
IO
N
STATION
SDG Trunk
INV IN 5890.64
S = 0.86%
SDG - PIPE1
INV OUT 5888.98
INV IN 5888.48
S = 0.86%
SDG - PIPE2
INV OUT 5886.14
59005900
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00
E L E
V A
T
IO
N
INV IN 5890.79
INV OUT 5890.00
E 3206160.32
N 1310380.65
RIM 5892.31
STA 1+58.81
SDF - AI4
S = 0.50%
SDF - PIPE5
4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60
INV OUT 5886.14
INV IN 5885.45
INV OUT 5884.85
N 1310538.82
RIM 5888.95
STA 4+64.24
SDG - AI1
PVC
S = 0.85%
SDG - PIPE3
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:58:15 AM 4/17/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICG214
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
C
IC
G .d g n
F C
C
IC
G .d g n
10' 20'0
VERTICAL SCALE: 1" = 5' - 0"
HORIZONTAL SCALE: 1" = 20' - 0"
T H
IS
S
H E
E T
M A
T C
H L
IN
E
STATION
STORM DRAIN G
STATION
59005900
E L E
V A
T
IO
N
STORM DRAIN G - CONT.
STORM DRAIN F - SPUR 1 STORM DRAIN F - SPUR 2
2+002+40
4+20 5+60
4+40
A N
S I
D
CG214
A N
S I
D
W .C
D A
V E
N P
O R
T
CG214
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
S T
O R
M D
R A
IN
P
R O
F
IL
E S
S T
O R
M D
R A
IN
P
R O
F
IL
E S
F -4
-0
F -4
-0
/2
/2
/2
/2
W F -1
-R -0
W F -1
-R -0
20' 40'03
-1
-2
G E
N E
R A
L R
E V
IS
IO
N S
-1
-2
G E
N E
R A
L R
E V
IS
IO
W
W
S
P A
C E
S
.2
S
P A
C E
S
.5
S
P A
C E
S A
T
.0
5 SPACES @ 16.88' = 84.41' 3 SPACES @ 15.00' = 45' 31 SPACES @ 15.19' = 471'
S
P A
C E
S
.0
S
P A
C E
S A
T
.0
A
L O
N G C
E N
T E
R L
IN
E
12 SPACES @ 15.74' = 188.92' 5 SPACES @ 16.88' = 84.41' 31 SPACES @ 15.19' = 471'
S
P A
C E
S A
T
.0
3 SP. @ 15.00' = 45'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
.7 6'
.6 6'
.8 4'
.9 1'
.0 0'
.9 6'
.2 6'
.5 7'
.1 3'
.7 0'
.6 7'
.6 7'
.3 7'
.7 2'
.4 8'
.7 7'
.5 8'
.8 3'
.6 9'
.8 8'
.7 9'
.9 3'
.9 0'
.2 8'
.0 0'
.6 3'
.1 1'
.6 8'
.2 2'
.7 3'
.3 2'
.7 9'
.4 3'
.8 4'
.5 4'
.8 9'
.6 4'
.9 5'
.7 5'
.0 0'
.8 5'
.1 3'
.9 6'
.3 1'
.0 7'
.4 6'
.1 7'
.5 7'
.2 7'
.6 3'
.3 8'
.4 9'
.6 8'
.3 8'
.1 9'
.5 2'
.3 0'
.8 3'
.4 0'
.8 8'
.5 1'
.9 3'
.6 2'
.9 9'
.7 2'
.6 9'
.5 9'
.4 8'
.3 8'
.3 8'
.3 8'
.3 8'
.3 8'
.3 8'
.3 8'
.2 9'
.5 0'
.3 9'
.2 9'
.1 8'
.0 9'
.0 9'
.0 9'
.0 9'
.0 9'
.0 9'
.0 9'
.8 8'
.6 4'
.4 0'
.1 6'
.9 2'
.6 9'
.4 7'
.2 2'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.8 2'
.0 4'
.2 6'
.4 7'
.7 1'
.9 5'
TEMF SOUTH
FFE = 5889.27
.1 9'
.4 3'
.6 6'
.7 9'
.8 5'
.8 5'
.8 5'
.8 5'
.8 5'
.9 5'
.0 6'
.1 7'
.2 9'
.4 0'
.2 9'
.1 8'
.0 7'
.9 5'
.8 4'
.7 3'
.6 4'
.6 4'
.6 4'
.6 4'
.4 8'
.4 5'
.2 1'
.9 7'
.7 3'
.5 0'
.2 6'
.0 5'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.9 7'
.1 8'
.0 7'
.9 6'
.8 5'
.7 3'
.6 2'
.5 1'
.4 3'
.4 3'
.4 2'
.1 9'
.1 9'
.0 0'
.7 6'
.5 2'
.2 9'
.0 5'
.9 9'
.1 2'
.1 2'
.0 8'
.9 6'
.8 5'
.7 4'
.6 3'
.5 2'
.4 1'
.3 0'
.2 1'
.2 0'
.9 6'
.9 2'
.8 7'
.6 2'
.3 7'
.1 1'
.8 2'
.9 7'
.1 2'
.1 3'
.1 3'
.1 4'
.1 4'
.1 5'
.1 5'
.1 6'
.1 6'
.1 7'
.1 7'
.1 8'
.1 9'
.1 9'
.1 9'
.1 9'
.1 9'
.1 9'
.1 9'
.1 9'
.1 9'
.8 6'
.8 1'
.8 2'
.9 7'
.1 2'
.3 8'
.2 7'
.1 5'
.0 4'
.9 3'
.8 2'
.7 1'
.6 0'
.4 8'
.3 7'
.2 6'
.1 5'
.0 3'
.9 2'
.7 1'
.7 0'
.9 1'
.9 3'
.8 2'
.9 3'
.0 4'
.1 5'
.2 7'
.3 8'
.4 9'
.6 0'
.7 1'
.8 2'
.9 4'
.0 4'
.1 6'
.2 7'
.1 6'
.0 5'
.9 4'
.8 3'
.7 2'
.6 1'
.4 9'
.3 9'
.2 7'
.1 6'
.0 5'
.9 4'
.8 2'
.7 0'
.5 9'
.4 8'
.6 2'
.6 5'
.6 7'
.9 5'
.0 6'
.9 5'
.8 4'
.5 5'
.2 6'
.3 7'
.4 7'
.5 8'
.6 8'
.7 8'
.8 9'
.0 0'
.1 1'
.2 1'
.3 2'
.4 2'
.5 3'
.6 4'
.7 4'
.8 5'
.9 5'
.8 4'
.7 4'
.6 3'
.5 2'
.7 3'
.6 2'
.5 2'
.4 1'
.4 2'
.3 1'
.3 1'
.2 0'
.1 0'
.9 9'
.8 8'
.7 8'
.6 7'
.5 7'
.4 6'
.3 6'
.2 5'
.1 5'
.4 4'
.3 3'
.0 4'
.1 4'
.2 5'
.3 5'
.4 6'
.5 6'
.6 7'
.7 7'
.8 8'
.9 9'
.1 0'
.2 0'
.7 2'
.6 2'
.5 1'
.4 1'
.3 0'
.2 0'
.0 9'
.9 8'
.8 7'
.7 7'
.6 6'
.5 6'
.4 5'
.2 4'
.1 3'
.0 3'
.9 3'
.2 2'
.1 1'
.8 1'
.9 2'
.0 2'
.1 3'
.3 5'
.2 4'
.3 4'
.4 5'
.5 5'
.6 6'
.7 6'
.8 7'
.9 7'
.0 8'
.1 9'
.3 0'
.4 0'
.5 1'
.6 1'
R R
.0 0'
.7 0'
.8 1'
.9 1'
.0 2'
.1 2'
.2 3'
.3 4'
.4 4'
.5 5'
.6 5'
.7 6'
.8 6'
.9 7'
.0 8'
.1 8'
.2 9'
.4 0'
.5 0'
.3 9'
.2 8'
.1 7'
.0 7'
.9 6'
.8 6'
.7 5'
.6 5'
.5 4'
.4 3'
.3 3'
.2 2'
.1 2'
.0 1'
.9 1'
.8 0'
.6 9'
.5 9'
.8 7'
.2 8'
.1 7'
.0 6'
.9 4'
.8 3'
.7 1'
.5 9'
.4 8'
.3 6'
.2 5'
.3 6'
.3 8'
.1 7'
.0 6'
.9 5'
.8 4'
.7 3'
.6 1'
.4 9'
.3 7'
.2 5'
.1 3'
.0 8'
.0 8'
.7 5'
.4 8'
.5 8'
.6 9'
.7 9'
.9 0'
.0 1'
.1 1'
.2 2'
.3 3'
.4 3'
.5 4'
.6 4'
.7 5'
.8 5'
.9 6'
.0 7'
.9 5'
.8 5'
.7 4'
.6 4'
.5 3'
.4 3'
.3 2'
.2 1'
.1 1'
.0 1'
.8 9'
.7 9'
.6 8'
.5 8'
.4 7'
.3 7'
.6 2'
.4 9'
.2 6'
.3 6'
.4 6'
.5 8'
.6 8'
.7 8'
.8 9'
.0 0'
.2 1'
.1 0'
.3 2'
.4 2'
.5 3'
.6 3'
.7 4'
.8 4'
.7 3'
.6 2'
.5 2'
.4 1'
.3 1'
.2 0'
.1 0'
.9 9'
.8 9'
.7 8'
.6 7'
.5 7'
.4 6'
.3 5'
.2 5'
.1 4'
.3 7'
.2 4'
.0 3'
.1 3'
.2 4'
.3 5'
.4 5'
.5 6'
.6 7'
.7 7'
.8 8'
.9 9'
.1 1'
.9 1'
.0 1'
.1 2'
.2 3'
.3 3'
.4 4'
.0 9'
.2 0'
.3 0'
.4 1'
.5 2'
.6 2'
.5 0'
.4 0'
.2 9'
.1 9'
.0 8'
.9 8'
.8 7'
.7 6'
.6 5'
.5 5'
.3 8'
.2 8'
.1 7'
.0 7'
.9 6'
.8 5'
.7 5'
.6 4'
.5 3'
.4 3'
.3 2'
.2 1'
.1 1'
.0 0'
.9 0'
.9 7'
.7 9'
.8 3'
.6 8'
.7 8'
.8 8'
.9 9'
.1 0'
.2 0'
.3 1'
.4 1'
.5 2'
.6 3'
.7 3'
.8 4'
.9 5'
.0 5'
.1 6'
.2 7'
.1 4'
.0 4'
.9 4'
.8 3'
.7 2'
.6 1'
.5 1'
.4 0'
.3 0'
.1 9'
.0 8'
.9 8'
.8 7'
.7 7'
.6 6'
.5 6'
.7 2'
.5 9'
.4 4'
.5 5'
.6 5'
.7 6'
.8 6'
.9 6'
.0 7'
.1 7'
.2 8'
.3 9'
.4 9'
.6 0'
.7 1'
.8 1'
.9 2'
.0 2'
.4 9'
.3 4'
.4 4'
.5 5'
.6 5'
.7 5'
.8 6'
.9 6'
.0 7'
.1 7'
.2 8'
.3 9'
.5 0'
.6 0'
.7 1'
.8 2'
.9 2'
.8 1'
.7 0'
.6 0'
.4 9'
.3 9'
.2 8'
.1 8'
.0 7'
.9 6'
.8 6'
.7 5'
.6 5'
.5 5'
.4 4'
.3 4'
.2 3'
.4 0'
.9 8'
.6 8'
.3 8'
.0 8'
.7 8'
.6 0'
.4 9'
.3 9'
.2 8'
.1 7'
.0 7'
.9 6'
.8 6'
.7 6'
.6 5'
.5 5'
.4 5'
.3 3'
.2 2'
.1 2'
.3 4'
.2 9'
.0 1'
.1 1'
.2 2'
.3 3'
.4 3'
.5 4'
.6 5'
.7 6'
.8 6'
.9 6'
.0 6'
.1 7'
.2 8'
.3 9'
.5 0'
.7 9'
.0 8'
.3 9'
.6 8'
.9 8'
.9 8'
.6 8'
.3 8'
.0 8'
.7 8'
.4 9'
.2 8'
.1 7'
.0 7'
.9 6'
.8 6'
.7 5'
.6 4'
.5 3'
.4 3'
.3 2'
.2 2'
.1 1'
.0 0'
.9 0'
.2 4'
.1 8'
.1 3'
.7 2'
.6 7'
.6 1'
.5 6'
.5 0'
.4 0'
.0 5'
.9 9'
.9 4'
.8 8'
.6 1'
.7 2'
.8 3'
.9 3'
.0 4'
.1 5'
.2 6'
.3 7'
.4 7'
.5 8'
.6 9'
.7 9'
.9 0'
.7 9'
.6 8'
.5 8'
.4 7'
.3 6'
.2 5'
.1 5'
.0 4'
.9 3'
.8 2'
.7 2'
.0 0'
.9 0'
.7 9'
.6 8'
.5 7'
.4 7'
.3 6'
.2 5'
.1 4'
.0 4'
.9 3'
.8 2'
.1 1'
.0 0'
.9 0'
.7 9'
.6 8'
.5 7'
.4 6'
.3 6'
.2 5'
.1 4'
.0 3'
.9 3'
.2 1'
.1 1'
.0 0'
.8 9'
.7 8'
.6 8'
.5 7'
.4 6'
.3 5'
.2 5'
.1 4'
.0 3'
.1 4'
.2 5'
.3 5'
.4 6'
.5 7'
.6 7'
.7 9'
.8 9'
.0 0'
.1 1'
.2 1'
.3 2'
.4 3'
.3 2'
.2 1'
.1 0'
.0 0'
.8 9'
.7 8'
.6 8'
.5 7'
.4 6'
.3 5'
.2 5'
.5 3'
.4 3'
.3 2'
.2 1'
.1 0'
.0 0'
.8 9'
.7 8'
.6 7'
.5 7'
.4 6'
.4 2'
.7 1'
.7 1'
.6 4'
.5 3'
.4 3'
.3 2'
.2 1'
.1 0'
.0 0'
.8 9'
.7 8'
.7 2'
.7 5'
.6 4'
.5 3'
.4 2'
.3 2'
.2 1'
.1 0'
.0 0'
.0 0'
.0 0'
.0 0'
.9 9'
.3 0'
.3 0'
.3 0'
.3 0'
.3 0'
.3 1'
.3 1'
.4 2'
.5 3'
.6 4'
.7 4'
.8 5'
.9 6'
.8 5'
.7 4'
.6 3'
.6 1'
.6 0'
.6 0'
.6 0'
.5 9'
.6 0'
.6 0'
.6 0'
.9 0'
.9 0'
.9 0'
.9 0'
.9 0'
.9 0'
.9 0'
.9 0'
.9 0'
.9 0'
.9 6'
.0 6'
.2 0'
.2 0'
.2 0'
.2 0'
.2 0'
.2 0'
.1 9'
.1 9'
.1 9'
.1 9'
.1 9'
.1 9'
.4 9'
.5 0'
.4 9'
.4 9'
.4 9'
.4 9'
.4 9'
.4 9'
.5 0'
.4 9'
.4 9'
.4 9'
.7 9'
.7 9'
.7 8'
.7 8'
.7 8'
.7 9'
.7 9'
.7 9'
.7 8'
.7 8'
.7 8'
.7 8'
.0 8'
.0 8'
.0 8'
.0 8'
.0 8'
.0 8'
.0 8'
.0 8'
.0 8'
.0 8'
.0 8'
.0 8'
.3 8'
.3 8'
.3 8'
.3 8'
.3 8'
.3 8'
.3 8'
.3 8'
.3 8'
.3 8'
.3 8'
.3 8'
.6 8'
.6 8'
.9 8'
.9 8'
.9 8'
.6 8'
.6 8'
.9 8'
.9 8'
.6 8'
.9 8'
.6 8'
.9 8'
.6 8'
.6 8'
.9 8'
.9 8'
.6 8'
.6 8'
.9 8'
.9 8'
.6 8'
.6 8'
.9 8'
.9 8'
.9 8'
.9 8'
.9 8'
.9 8'
.9 8'
.6 8'
.6 8'
.6 8'
.6 8'
.6 8'
.6 8'
R
PAVEMENT JOINT (TYP.)
SLOTTED DRAIN AT
EXPANSION JOINT (TYP.)
AREA INLET WITH
.7 4'
.6 1'
.5 0'
.3 8'
.2 7'
.1 6'
.0 5'
.9 3'
.8 2'
.7 1'
.6 0'
.4 9'
.3 8'
.2 7'
.1 5'
.0 3'
.9 2'
.8 6'
.8 2'
.9 7'
.1 2'
.0 6'
.7 3'
.6 1'
.5 0'
.3 9'
.2 7'
.1 6'
.0 5'
.9 4'
.8 3'
.7 2'
.6 0'
.5 0'
.3 8'
.2 6'
.1 5'
.0 3'
.9 2'
.8 2'
.9 7'
.1 2'
.2 0'
.2 6'
.3 2'
.0 8'
.9 6'
.8 5'
.7 3'
.8 4'
.9 6'
.8 5'
.7 3'
.6 1'
.5 0'
.6 2'
.7 4'
.6 2'
.5 1'
.3 9'
.2 8'
.4 0'
.5 1'
.4 0'
.2 8'
.1 7'
.0 5'
.1 7'
.2 9'
.1 8'
.0 6'
.9 4'
.8 3'
.9 5'
.0 7'
.9 6'
.8 4'
.7 2'
.6 1'
.7 3'
.8 4'
.7 4'
.6 2'
.5 0'
.3 8'
.5 0'
.6 9'
.6 0'
.4 5'
.2 6'
.1 7'
.3 1'
.3 6'
.1 1'
.1 1'
.0 3'
.8 2'
.8 2'
.8 2'
.9 7'
.9 7'
.9 7'
.1 2'
.1 2'
.1 2'
EXPANSION JOINT (TYP.)
MANHOLE WITH
.6 7'
.3 7'
.4 8'
.6 0'
.7 1'
.8 8'
.0 3'
.1 4'
.4 2'
.7 1'
.0 0'
.3 0'
.6 0'
.9 0'
.1 9'
.4 9'
.7 9'
.0 8'
.3 8'
.3 8'
.0 8'
.7 8'
.4 9'
.1 9'
.9 0'
.6 0'
.3 0'
.0 0'
.7 0'
.4 0'
.0 9'
.8 7'
.7 0'
.5 3'
.3 6'
.2 0'
.0 5'
.3 4'
.9 6'
.6 4'
.3 2'
.0 0'
.0 2'
.7 0'
.7 2'
.4 0'
.0 2'
.7 0'
.1 8'
.0 0'
.3 5'
.2 0'
.5 2'
.5 0'
.8 0'
.8 0'
.1 0'
.1 0'
.4 0'
.4 0'
.7 0'
.7 0'
.0 0'
.0 0'
.3 0'
.3 0'
.6 0'
.6 0'
.9 0'
.9 0'
.1 9'
.1 9'
.4 9'
.4 9'
.7 8'
.7 8'
.0 8'
.0 8'
.3 8'
.3 8'
.5 9'
.6 0'
.3 0'
.3 0'
.6 0'
.6 0'
.9 0'
.9 0'
.2 0'
.2 0'
.5 0'
.5 0'
.8 0'
.8 0'
.1 0'
.1 0'
.4 0'
.4 0'
.7 0'
.7 0'
.0 0'
.0 0'
.6 0'
.3 0'
.3 0'
.6 0'
.9 0'
.9 0'
.3 4'
.1 6'
.5 2'
.7 0'
.0 3'
.8 5'
.6 1'
.3 7'
.1 3'
.8 7'
.6 2'
.3 7'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.1 1'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.2 7'
.8 9'
.8 9'
.1 6'
.1 6'
.1 6'
.1 6'
.7 4'
.8 6'
.8 6'
.8 6'
.8 6'
.8 6'
.5 6'
.5 6'
.5 6'
.5 6'
.5 6'
.6 5'
.7 7'
.9 1'
.0 4'
.1 8'
.3 1'
.4 5'
.5 8'
.7 0'
.8 3'
.9 5'
.0 8'
.2 1'
.3 3'
.4 6'
.5 9'
.7 1'
.8 4'
.9 6'
.8 5'
.4 0'
.8 3'
.1 3'
.4 2'
.2 7'
.7 0'
.7 0'
.6 2'
.6 2'
.5 9'
.5 4'
.7 0'
.4 6'
.1 9'
.2 0'
.3 8'
.3 8'
.0 8'
.7 9'
.4 9'
.4 9'
.7 9'
.0 8'
.5 6'
.2 5'
.9 6'
.9 6'
.9 6'
.9 6'
.9 6'
.9 6'
.5 7'
.1 4'
.1 4'
.1 4'
.1 4'
.1 4'
.1 4'
.8 6'
.8 6'
.8 6'
.8 6'
.3 8'
.5 6'
.5 6'
.5 6'
.5 6'
.7 6'
.2 5'
.2 5'
.2 5'
.2 5'
RRR
R
SEE VOLUME 3
STOOP (TYP.)
SEE VOLUME 3
BOLLARD (TYP.)
1 2 3 4
5 6 7
9 10 11
14 15
16 17
CONSTRUCTION JOINT (DOWELED)
THICKENED EDGE EXPANSION JOINT
THICKENED EDGE
INTEGRAL CURB
R
OR CONSTRUCTION JOINT (DOWELLED)
CONTRACTION JOINT (WITHOUT TIE BARS)
6 X 6 - W2.9 X W2.9 WELDED WIRE FABRIC
SLAB REINFORCED WITH 4 X 4 - W1.4 X W1.4 OR
LEGEND
CONSTRUCTION JOINT (WITH TIEBARS)
CONTRACTION JOINT (WITH TIEBARS) OR
.7 5'
FINISHED GRADE SPOT ELEVATION (ADD 5800)
TC 92.75' TOP OF INTEGRAL CURB ELEVATION (ADD 5800)
E
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:37:32 AM 4/17/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICP156
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
C
IC
P .d g n
F C
C
IC
P .d g n
KEY PLAN
SCALE 1" = 1000'
N
30' 60'0
A N
S I
D A
N S I
D
J O
IN
T P
L A
N J
O
IN
T P
L A
N
CP156
W
D A
V E
N P
O R
T
CP156
D
B
IR
K B
Y
D
B
IR
K B
Y
W
D A
V E
N P
O R
T
W
D A
V E
N P
O R
T
D
B
IR
K B
Y
W
D A
V E
N P
O R
T
D
B
IR
K B
Y
A R
E A
A R
E A
F -4
-0
F -4
-0
/2
/2
/2
/2
W F -1
-R -0
W F -1
-R -0
-1
-2
G E
N E
R A
L R
E V
IS
IO
N S
-1
-2
G E
N E
R A
L R
E V
IS
IO
N
1/8" R.
1/8" R.1/8" R.
JOINT FILLER
NON-EXTRUDING
PREFORMED
BACKER ROD
JOINT SEALANT
4" CONCRETE
4" CONCRETE
SUBGRADE (95%)
6" COMPACTED
EXPANSION JOINT (TYP.)
CONTRACTION JOINT (TYP.)
CONC. CURB & GUTTER
EXP. JT.
BAND FINISH (TYP.)
3" SMOOTH
FINISH (TYP.)
MEDIUM BROOM
JOINT W/O BAND (TYP.)
TOOLED CONTRACTION
CONTRACTION JOINT (TYP.)
EACH SIDE OF TOOLED
3" SMOOTH BAND FINISH
SUBGRADE (95%)
6" COMPACTED
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
CONTRACTION JOINT EXPANSION JOINT
SIDEWALK JOINT DETAILS
NO SCALE
NO SCALE
SINGLE-PURPOSE WALK
TYPICAL SECTION
NO SCALE
DOUBLE-PURPOSE WALK
TYPICAL SECTION
NO SCALE
NOTES:
CURBS THAT ABUT THE SIDEWALK LONGITUDINALLY.
2. EXPANSION JOINTS SHALL NOT BE REQUIRED BETWEEN
CONCRETE CURB AND GUTTER.
THROUGH BOTH WALK AND CURB WHERE WALK ABUTS
1. TRANSVERSE EXPANSION JOINTS SHALL BE CONTINOUS
NOTES:
THE MANUFACTURER.
1. DEPTH OF SEALANT SHALL BE AS RECOMMENDED BY
"16
M
IN
" MIN.8
W A
L K D
E P
T H
"2
D E
P T
H
WALK WIDTH
" PER FOOT4
WALK WIDTH
1"
6"
" PER FOOT4
12'
10'
8'
6'
4'
WIDTH
WALK
TRANSVERSE LONGITUDINAL
NOT REQUIRED
NOT REQUIRED
4'
5'
6'6'
5'
4'
6'
4'
CONTRACTION JOINT SPACING
JOINT SPACING FOR STRAIGHT RUNS
EXPANSION
JOINT SPACING
40' MAX.
42' MAX.
40' MAX.
40' MAX.
42' MAX.
M
IN
" MIN.8
TOOLEDSAWED
M
IN
" MIN.8
SAWED
"8
NO SCALE
NOTES:
1. SEE SITE PLAN FOR LOCATION OF SIDEWALK BANDED JOINTS.
SIDEWALK BANDED JOINT DETAIL
TYPICAL SIDEWALK JOINT LAYOUT PLAN
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:44:37 AM 4/18/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICP502
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
C
IC
P .d g n
F C
C
IC
P .d g n
S
ID
E W
A L
K D
E T
A
IL
S S
ID
E W
A L
K D
E T
A
IL
S
A N
S I
D
CP502
A N
S I
D
W .C
D A
V E
N P
O R
T
CP502
I.
K
N U
T S
O N
D
B
IR
K B
Y
W .C
D A
V E
N P
O R
T
W .C
D A
V E
N P
O R
T
I.
K
N U
T S
O N
W .C
D A
V E
N P
O R
T
D
B
IR
K B
Y
W F -1
-R -0
W F -1
-R -0
F -4
-0
F -4
-0
/2
/2
/2
/2
-1
-2
A M G
E N
E R
A L R
E V
IS
IO
N
DN
DN
201 202
15' - 4" 6' - 0" 32' - 6"
G
8 9 10 119.4
D
E
F
H
A-401
/2
/2
7'
1/
4"
2'
4" 2'
0"
8'
1/
4"
44' - 1 1/2" 11' - 7 1/2" 6' - 0" 36' - 6 1/2"
3'
8"
/2
3'
8"
2'
0" 3'
8"
3'
4" 3'
4"
2'
4"
2'
0"
2'
7'
/4
6'
1/
2"
2'
3/
4"
/2
/2
5'
2" 5'
2"
0"
10' - 11" 5' - 6" 20' - 1 1/2"
B B B B
B B B B
6' - 0" 6' - 0" 6' - 0" 6' - 3" 6' - 0" 4' - 3" 6' - 0"
1' - 0"
213A
211B
211A
213B
A-420
N.I.C.
208A
208B
204B
204A
206B
206A
204A
204B
206B
206A
208B
208A
C
B
B
B
B
B
B
B
B
B
3'
3/
4" 4'
4'
1/ 4"
5'
1/
2" 3'
7'
/4
2'
4" 2'
4"
7'
/4
7'
/4
2'
4"
2'
4"
8'
2" 3'
1/ 4"
4'
2'
3/
4"
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
11' - 11 1/2"
11' - 7 1/2"
17' - 11 1/2" 34' - 6 1/2"
2B
11B
11B
11B
11B
A-410
11B
A-407
E200
3'
4"
1/ 2"A-401
1' - 8 1/2"
32' - 10 1/4"
F.5
D.6
D.3
10.5
8'
0" 9'
1/ 4"
/4
/4
/4
45' - 7" 9' - 9 1/4" 8' - 0" 13' - 11 1/2" 22' - 1 1/2"
11' - 2" 6' - 0" 4' - 1" 6' - 0" 44' - 5" 6' - 0" 4' - 1" 6' - 0" 11' - 8"
8'
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
8"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 8'
B
1'
4"
1'
4"
1'
1/
2"
1'
1/
2" 1'
1/ 2"
4B
GENERAL NOTES:
1. SEE A-101 FOR STRUCTURAL GRID DIMENSIONING.
2. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENING SHALL
OCCUR AT THE CENTER LINEOF THE DOOR PANEL IN THE CLOSED
POSITION U.N.O.
3. ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 SHEETS.
4. DOOR SCHEDULES MAY BE FOUND ON A-600 SHEETS.
5. WINDOW SCHEDULES MAY BE FOUND ON A-600 SHEETS.
6. SEE A-410 FOR WALL TYPE DETAILS.
7. PROVIDE GWB CONTROL JOINTS @ 30'-0" OC MAX SPACING ON
ALL EXPOSED GWB.
8. DO NOT SCALE FROM DRAWINGS.
9. SEE CIVIL SITE PLAN FOR BUILDING LOCATION.
10. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL
WINDOW, DOOR, LOUVER, AND OTHER OPENINGS PRIOR TO
MANUFACTURING OR INSTALLING ANY SUCH ITEM. ALL OPENING
SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY THE ACTUAL SIZE
REQUIRED FOR EACH OPENING BEFORE INSTALLING.
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-121
C O
M
PO
S I
TE
S E C
O N
D F
LO
O
R P
L A N
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
1/8" = 1'-0"A-121
1 SECOND FLOOR PLAN
PLAN NORTH8'0 4' 16'
FIRST FLOOR: 47,194 SF
AWNING: 532 SF
SECOND FLOOR: 10,374 SF
TOTAL GROSS: 58,100 SF
GROSS ALLOWABLE MAX.: 58,200 SF
SECOND FLOOR ROOM SCHEDULE
Number Name
208 ADMIN. & SHOP CONTROL "C"
208A OFFICE
208B OFFICE
209 STAIR 2-2
210 CORRIDOR 3
211 TRAINING ROOM
212 TELECOM ROOM
213 BREAK/TRAINING CONFERENCE ROOM
214 WOMEN
215 JAN.
216 MEN
E200 ELEVATOR CAB - 2
SECOND FLOOR ROOM SCHEDULE
Number Name
201 LOBBY 2-1
202 STAIR 1-2
203 WAITING "A"
204 ADMIN. & SHOP CONTROL "A"
204A OFFICE
204B OFFICE
205 WAITING "B"
206 ADMIN. & SHOP CONTROL "B"
206A OFFICE
206B OFFICE
207 WAITING "C"
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 ACCORDIAN FOLDING PARTITIONS
2 SURFACE MOUNT PROJECTION SCREEN, (6'x 4')
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 9/
G
1 2 3 4 5 6 7 8 9 10 11 12 14 159.4
D
E
F
H
M
AT
C H
LI
N
E
SE
E A-
M
AT
C H
LI
N
E
SE
E A-
M
AT
C H
LI
N
E
SE
E A-
M
AT
C H
LI
N
E
SE
E A-
AWNING
AWNING
10.5
KEYPLAN
NOT TO SCALE
A B C
OS
GWB CEILING
RECESSED CAN LIGHTING FIXTURE
OXYGEN SENSOR (REFER TO EL DWGS)
EXIT SIGN LOCATION (REFER TO EL DWGS)
1' X 1' DOWNLIGHT
2' x 4' DOWNLIGHT
1' X 8' PENDANT
PROJECTION SCREEN (SURFACE MOUNT)
DIFFUSER
RETURN
CEILING LEGEND:
ATC (2'X4')
ATC (2'X2')
MTL SOFFIT
REFLECTED CEILING PLAN NOTES:
1. DO NOT SCALE FROM DRAWINGS.
2. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
LIGHTING INFORMATION.
3. REFER TO MECHANICAL DRAWINGS FOR DUCT &
DIFFUSER INFORMATION.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-131
C O
M
PO
SI
T E
F
IR
S T F
LO
O
R R
EF
LE
C
TE
D C
EI
L I
N G
P
LA
N
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
3/64" = 1'-0"A-131
1 COMPOSITE FIRST FLOOR REFLECTED CEILING PLAN
PLAN NORTH0 10' 20' 40'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 9/
6 7 8 9 109.4
D
E
F
H
F.5
D.6
D.3
10.5
9' - 0"
9' - 0" 9' - 0"
9' - 0"
12' - 0"
25' - 4"
9' - 0" 25' - 4"
14' - 0"
8' - 6"
33' - 0" 39' - 6" 45' - 7" 9' - 9 1/4" 8' - 0" 13' - 11 1/2"
14' - 0"
9' - 0"
10' - 6"
10' - 6"
4M
AT
C H
L
IN
E
SE
E
A-
M
AT
C H
L
IN
E
SE
E
A-
M
AT
C H
L
IN
E
SE
E
A-
M
AT
C H
L
IN
E
SE
E
A-
16' - 0"
KEYPLAN
NOT TO SCALE
A B C
OS
GWB CEILING
RECESSED CAN LIGHTING FIXTURE
OXYGEN SENSOR (REFER TO EL DWGS)
EXIT SIGN LOCATION (REFER TO EL DWGS)
1' X 1' DOWNLIGHT
2' x 4' DOWNLIGHT
1' X 8' PENDANT
PROJECTION SCREEN (SURFACE MOUNT)
DIFFUSER
RETURN
CEILING LEGEND:
ATC (2'X4')
ATC (2'X2')
MTL SOFFIT
REFLECTED CEILING PLAN NOTES:
1. DO NOT SCALE FROM DRAWINGS.
2. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
LIGHTING INFORMATION.
3. REFER TO MECHANICAL DRAWINGS FOR DUCT &
DIFFUSER INFORMATION.
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-133
FI
R
ST
F
LO
O
R R
EF
LE
C
TE
D C
E I
LI
N G
P
LA
N
A R
EA
"B
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
PLAN NORTH8'0 4' 16'
1/8" = 1'-0"A-133
1 FIRST FLOOR REFLECTED CEILING PLAN - AREA "B"
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 9/
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 BI-FOLD DOOR, (TYP.)
2 EXTERIOR LIGHT FIXTURE, (TYP.) - SEE ELEC.
3 AWNING
4 MTL SOFFIT, (TYP.)
KEYPLAN
NOT TO SCALE
A B C
G
10 11 12 14 15
D
E
F
H
F.5
D.6
D.3
10.5
12' - 0"
25' - 4"
8' - 6"
13' - 11 1/2" 22' - 1 1/2" 25' - 5" 91' - 4" 15' - 10"
14' - 0"
9' - 0"
10' - 6"
10' - 6"
M
AT
C H
L
IN
E
SE
E
A-
M
AT
C H
L
IN
E
SE
E
A-
12' - 0"
OS
GWB CEILING
RECESSED CAN LIGHTING FIXTURE
OXYGEN SENSOR (REFER TO EL DWGS)
EXIT SIGN LOCATION (REFER TO EL DWGS)
1' X 1' DOWNLIGHT
2' x 4' DOWNLIGHT
1' X 8' PENDANT
PROJECTION SCREEN (SURFACE MOUNT)
DIFFUSER
RETURN
CEILING LEGEND:
ATC (2'X4')
ATC (2'X2')
MTL SOFFIT
REFLECTED CEILING PLAN NOTES:
1. DO NOT SCALE FROM DRAWINGS.
2. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
LIGHTING INFORMATION.
3. REFER TO MECHANICAL DRAWINGS FOR DUCT &
DIFFUSER INFORMATION.
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-134
FI
R
ST
F
LO
O
R R
EF
LE
C
TE
D C
E I
LI
N G
P
LA
N
A R
EA
"C
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
1/8" = 1'-0"A-134
1 FIRST FLOOR REFLECTED CEILING PLAN - AREA "C"
PLAN NORTH8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 9/
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 BI-FOLD DOOR, (TYP.)
2 EXTERIOR LIGHT FIXTURE, (TYP.) - SEE ELEC.
3 AWNING
4 MTL SOFFIT, (TYP.)
OS OSOS
OS
OS
OS
OS
OS
OS
OS OS
OS OS
OS
OS
OS
OS
OS OS
OS OS
OSOS
OS OS
OS OS
OSOS
OS OS
OSOS
G
8 9 10 119.4
D
E
F
H
F.5
D.6
D.3
10.5
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"10
8'
0" 9'
1/ 4"
/4
/4
/4
45' - 7" 9' - 9 1/4" 8' - 0" 13' - 11 1/2" 22' - 1 1/2"
9' - 0"
OS
GWB CEILING
RECESSED CAN LIGHTING FIXTURE
OXYGEN SENSOR (REFER TO EL DWGS)
EXIT SIGN LOCATION (REFER TO EL DWGS)
1' X 1' DOWNLIGHT
2' x 4' DOWNLIGHT
1' X 8' PENDANT
PROJECTION SCREEN (SURFACE MOUNT)
DIFFUSER
RETURN
CEILING LEGEND:
ATC (2'X4')
ATC (2'X2')
MTL SOFFIT
REFLECTED CEILING PLAN NOTES:
1. DO NOT SCALE FROM DRAWINGS.
2. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
LIGHTING INFORMATION.
3. REFER TO MECHANICAL DRAWINGS FOR DUCT &
DIFFUSER INFORMATION.
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-141
C O
M
PO
SI
TE
S
EC
O N
D F
L O O
R R
EF
L E
C
TE
D C
EI
L I
N G
P
LA
N
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
1/8" = 1'-0"A-141
1 COMPOSITE SECOND FLOOR REFLECTED CEILING PLAN
PLAN NORTH8'0 4' 16'
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 ACCORDIAN FOLDING PARTITIONS
2 SURFACE MOUNT PROJECTION SCREEN, (6'x 4')
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 9/
1 2 3 4 5 6 7 8 9 10 11 12 14 159.4
D
E
F
H
1/ 2"
1'
-0
1/ 2"
1'
-0
1/ 2"
1'
-0
AWNING
AWNING
1/ 2"
1'
-0
1/ 2"
1'
-0
M
AT
C H
LI
N
E
SE
E A-
M
AT
C H
LI
N
E
SE
E A-
M
AT
C H
LI
N
E
SE
E A-
M
AT
C H
LI
N
E
SE
E A-
F.5
D.6
D.3
10.5
KEYPLAN
NOT TO SCALE
A B C
GENERAL ROOF NOTES:
1. DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL STUDS, AND
FACE OF PRECAST WALLS.
2. ALL DIMENSIONS ARE NOMINAL, U.N.O.
3. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTION TERMINALS.
4. DO NOT SCALE FROM DRAWINGS.
5. REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION.
6. COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS.
7. ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED IN ACCORDANCE
SMACNA GUIDELINES.
8. ALL FINISHES TO BE FACTORY PRE-FINISHED.
9. ALL JOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE, FLASHING, CAULK, & GASKETS.
10. ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE CONTINUOUS
AIR BARRIER SYSTEM.
11. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.
12. SEE WALLS SECTIONS AND DETAILS FOR MORE INFORMATION ON WALL, ROOF AND PARAPET
CONSTRUCTION REQUIREMENTS.
13. FIELD VERIFY STRUCTURAL CONDITIONS AND CRITICAL DIMENSIONS PRIOR TO FABRICATION
AND INSTALLATION OF LADDER ASSEMBLIES.
14. COORDINATE ALL ROOFING PENETRATIONS WITH ROOFING INSTALLER.
15. STL LADDER ASSEMBLY SHALL BE DESIGNED IN ACCORDANCE WITH OSHA 1910.27 AND AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION FOR A LIVE CONCENTRATED LOAD OF 300 POINDS PLUS AN ADDITIONAL 300 POUNDS CONCENTRATED LOAD FOR EVERY 10 FEET OF LADDER HEIGHT.
WHERE RAILS EXTEND ABOVE THE ROOF OR PLATFORM, A 100 POUND LOAD SHALL BE APPLIED
TO THAT TOP RAIL IN ANY DIRECTION. STEP-OVER PLATFORM SHALL BE DESIGNED TO RESIST A 100 PSF UNIFORM LOAD OR A CONCENTRATED LOAD OF 300 POUNDS ON A 2" X 2" AREA. GRIND ALL
WELDS SMOOTH AND PROVIDE GALVANIZED FINISH.
16. WHERE TUBULAR DAYLIGHTING DEVICES ARE SHOWN IN UNFINISHED AREAS (SUCH AS SHOPS AND LOCKER ROOMS), TUBE SECTIONS SHALL BE OF SUFFICIENT LENGTH SUCH THAT DIFFUSERS ARE LOCATED AT THE SAME ELEVATION ABOVE FINISHED FLOOR TO BOTTOM AS THE LIGHT FIXTURES.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
A-161
C O
M
PO
SI
TE
R O
O F
P L
AN
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
3/64" = 1'-0"A-161
1 COMPOSITE ROOF PLAN
PLAN NORTH0 10' 20' 40'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/1 9/
FIRST FLOOR
100' - 0"
T.O. LOW
PRECAST
129' - 5"
T.O. HIGH
PRECAST
138' - 2"
1234567891011121415 9.410.5
M
AT
C H
LI
N
E
SE
E A-
M
AT
C H
LI
N
E
SE
E A-
M
AT
C H
LI
N
E
SE
E A-
M
AT
C H
LI
N
E
SE
E A-
FIRST FLOOR
100' - 0"
T.O. LOW
PRECAST
129' - 5"
T.O. HIGH
PRECAST
138' - 2"
1 2 3 4 5 6 7 8 9 10 11 12 14 159.4
M
AT
C H
LI
N
E
SE
E A-
M
AT
C H
LI
N
E
SE
E A-
M
AT
C H
LI
N
E
SE
E A-
M
AT
C H
LI
N
E
SE
E A-
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
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